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Home My WebLink AboutProduct Approval- Metal RoofRegulation- BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I a b ProductApproval USER: Public User (�V- G P7C:�U� Product Approval Menu > Product or ADDIIcation Search > Application List > Application Detail FL # FL17022-R6 • Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer (Extreme �IetallFabrieators, LLC-j Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 tara@extrememetalfabricators.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Poma Drive Palm City, FL 34990 (772)872-8034 richard@emfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L. Buckner, P.E. @ CBUCK, Inc. Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/22/2024 Validated By Michael John Riemer, P.E. 2*1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL17022 R6 COI CertOflndeo.Ddf Standard TAS 125 UL 1897 UL 580 Year 2003 2004 2006 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/21/2016 Date Validated 12/29/2016 Date Pending FBC Approval 10/24/2016 Date Approved 01/01/2017 Summary of Products FL # Model, Number or Name Description 17022.1 1 - "5U C-rim R6i 26 Gauge steel, 3/8" rib height, 24" wide la ed roof anel mechanically 31 attached to Wood Deck with screws Limits of Use Installation Instructions 7 - R V -,i - W k VA P. • RT . d Approved for use in HVHZ: No Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions FL17022 R6 AE 1 SVCrimo 26oa WoodDeck EVALREPORT R6.odf Created by Independent Third Party: Yes and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.2 2 - "5V Crimp" (116) 0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel, mechanically attached to wood deck with exposed screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 2 5VCrimo 032A1um WoodDeck EVALREPORT R6.odf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions FL17022 R6 AE 2 SVCrimp 032A1um WoodDeck EVALREPORT R6.pdf Created by Independent Third Party: Yes and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.3 3 - "1.5" Mechanical Seam" 1.5" rib height, 16" wide, 24 gauge steel, standing seam roof panel (115) mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 3 1.5 MechSeam 24aa WoodDeck EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions FL17022 R6 AE 3 1.5 MechSeam 24aa WoodDeck EVALREPORT.odf Created by Independent Third Party: Yes and limitations of use. Install the assembly in compliance with the installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.4 4 - "1.5" Mechanical Seam" 1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof panel (R5) mechanically attached to wood deck with clips and screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 4 1.5 MechSeam 032A1um WoodDeck EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports Other: Refer to evaluation report for conditions FL17022 R6 AE 4 1.5 and limitations of use. Install the assembly in MechSeam 032A1um WoodDeck EVALREPORT.odf compliance with the installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of FBC. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17022.5 5 - "1 in. Nail Strip" (115) 1" rib height, 16" wide, 26 gauge steel, standing seam roof panel mechanically attached to wood deck with screws. Limits of Use Installation Instructions Approved for use in HVHZ: No FL17022 R6 II 5 1NailStrio 26oa WoodDeck EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/ -Table A Evaluation Reports CBUCK EnginsprInQ Speclalty Structural EnlglnPe=rinq Evaluation Report Metal Roof Assembly Manufacturer: 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.1 R6 CBUCK, Inc. Certificate of Authorization ##8064 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: Material: Panel Thickness: Panel Width: Support: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. 16-166-5V-S6W-ER (Revises 16-123-5V-S6W-ER) Date: 12 / 22 / 16 Contents: Evaluation Report Pages 1— 7 5-V Crimp Roof Panel Steel 26 gauge 24" Wood Deck Digitally signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23."\J%111II11/1 ", * ' No 31242 w- �0�'• STATE OF 2016.12.2814:08:53-05'00' CBUCK, Inc. - Palm Beach County, Florida Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net -- FL #: FL 17022.1 R6 Date: 12 / 22 / 16 CSUCK Engineering Page Report No.: 2 - 76-5V-S6W-ER Specialty Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 http://www.extrememetalfabricators.com/ Product Name: 5-U Crim Product Category: Roofing Product Sub -Category Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to Description: Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation Board (Optional) Support: Type: Woo Dec (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15 32 or neater wood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2, applicable code sections and in accordance with manufacturer's recommendations. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): Refer to Table A (Refer to "Table A" attachment details herein) FL #: FL 17022.1 R6 date: 12 / 22 / 16 CBUCK Engineering RepoPeg rt No.: 3 - 76-5V-S6W-ER Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The product described herein has demonstrated compliance with: • UL580-06 —Test for Uplift Resistance of Roof Assemblies • UL 1897-04 — Uplift test for roof covering systems • TAS 125-03 —Standard Requirements for Metal Roofing Systems Code Compliance: The product described herein have demonstrated compliance with the performance standards listed above as referenced in the current Florida Building Code. Evaluation Report This product evaluation is limited to compliance with the structural requirements Scope: of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 611320-3.001. Limitations and + This evaluation report for "Optional Statewide Approval" contains technical Conditions of Use: documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Option for application outside "Limitations and Conditions of Use" + Rule�-3.005 f1 e a ows engineerin ana ysis or project sped is approval by t e Local a,ut, ori;ties auin� i,ur s.8 iction in a- oo0ante wli:th t, a a terna1te r�etho � s an materia s authorized in t e Code .Any modi ication o t e pro uc-t as eual.ua.te. in this report an • apar=ove. v t e F .ori.da Bu,iil. iin Commission is outsi a the sco e o this evaluation and wil'I be the responsi i it o of ers. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. • Deck shall be in compliance with applicable building code. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). FL #: FL 17022.1 R6 Date: 12 / 22 / 16 CBUCK Engineering Page Report No.: 4 - 66-5V-S6W-ER Specialty Structural Englneerlinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials (by Manufacturer): Roof Panel: Material: Thickness: Panel Widths: Rib Height: Yield Strength: Corrosion Resistance: Fastener: FASTENER 1 n126D Size; Corrosion Resistance: Standard: 5-V Crimp Steel 26 Gauge (min.) 24" (max.) Coverage 3/8„ 50 ksi min. In compliance with FBC Section 1507.4.3: • ASTM A792 coated, or • ASTM A653 G90 galvanized steel Used'for Attachment Mel thod 3 #9 X 1-1 2 or, o 'su icient lengfihato;meet3 16 _min; ®. d . o FASf EN ER 2 Pel ANSIffiSIVIE K8.61 eefreseeai Resmstanee, I lex Washer 1 lead Wood Screw Pei • :. ._ Components/Materials: Underlayment: (by Others) (MMa;t&ia an app ication shall e in, comp iance with �FB'C Section 1507, 4 5,.:1 ar' 150T,4 2, app ica a co" es. an in actor ante wit mane acture ,s recommen' ations: Ty • Rigid Insulation Boar Thickness. 3" (max.) Properties: Density: .25 p Ibs/ft3) min. Or Compressive Strength: 2 in. Insulation Notes: • Rigid Insulati shall meet minimum density OR comp ive strength. • Insulati shall comply with FBC Section 1508. When insu a ' is incorporated, fas er length shall conform to meet 3/16" min. penetration throug ck or 5/8" in. embedment into wood plank.